Viscoelastic-plastic constitutive model with non-constant parameters for brittle rock under high stress conditions-Reference-Cited by-同舟云学术

Viscoelastic-plastic constitutive model with non-constant parameters for brittle rock under high stress conditions

Published:2020-03-25 Issue: Volume: Page:1-19
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Huang Shuling¹,Zhang Chuanqing²³,Ding Xiuli¹,Yang Liu²³

Affiliation:

1. Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Yangtze River Scientific Research Institute, Wuhan, Hubei, China;

2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei, China;

3. University of Chinese Academy of Sciences, Beijing, China

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2020.1740893

Reference29 articles.

1. Time-Dependent Modeling of Tunnels in Squeezing Conditions

2. The three processes of brittle crystalline rock creep

3. A constitutive model for inelastic flow and damage evolution in solids under triaxial compression

4. Inelastic Flow Behavior of Argillaceous Salt

5. Damage-induced nonassociated inelastic flow in rock salt

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